Convective Drying of Sewage Sludge Layer in Through-flow

Andraž Lipolt, B. Širok, M. Hočevar, L. Novak
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引用次数: 3

Abstract

Drying of the sewage sludge layer was investigated in a convective laboratory dryer at air temperatures of 65 °C and 80 °C and air speeds of 0.53 m/s and 0.83 m/s. The sludge layer was formed by loading cylindrical extrudates on a grate of 0.5 m × 0.5 m size. The drying air was directed through the layer, as typically encountered in industrial belt dryers. Under such setup, the sludge layer structure and porosity significantly affect the air flow conditions and thus the drying rates. Shrinkage and cracking of the material during drying caused changes in the layer’s porous structure, that affected the pressure drop and the drag force due to passing of air through the layer. The decreasing of drag force over time was modeled by a simple function that showed excellent agreement to the selected measured data. The sludge layer drying kinetics was determined by fitting the measured data to the most common drying models. Two models, the modified Nadhari and the Wang Singh model, were determined as most suitable for modeling of drying curves. The total drying time per kilogram of sludge was modeled as a function of drying air temperature, drying air velocity and initial sludge dry matter content. The coefficient of determination (R2) of the model is 0.944. Total drying times between 43 minutes per kilogram and 76 minutes per kilogram of sludge were obtained for the investigated range of drying air conditions.
污水污泥层通流对流干燥
在空气温度为65℃和80℃,风速为0.53 m/s和0.83 m/s的实验室对流干燥机中,研究了污水污泥层的干燥。污泥层是通过在0.5 m × 0.5 m尺寸的篦上加载圆柱形挤出物形成的。干燥空气被引导通过层,通常遇到在工业带式干燥机。在这种设置下,污泥层结构和孔隙率显著影响空气流动条件,从而影响干燥速率。物料在干燥过程中的收缩和开裂引起了层的多孔结构的变化,从而影响了压降和空气通过层的阻力。阻力随时间的减小用一个简单的函数来建模,该函数与所选的测量数据非常吻合。污泥层干燥动力学是通过将测量数据拟合到最常见的干燥模型来确定的。修正的Nadhari模型和Wang Singh模型是最适合干燥曲线建模的模型。将每千克污泥的总干燥时间建模为干燥空气温度、干燥空气速度和污泥初始干物质含量的函数。模型的决定系数(R2)为0.944。在所研究的干燥空气条件范围内,获得了每公斤污泥43分钟至76分钟的总干燥时间。
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